1
a 1223 1382 1383 1197 a b a a 919 816 298 1081 1082 1126 833 311 312 313 1125 1162 1164 1163 817 Axe 1 -2.5% 1.48% -5.38% 5.01% -7.0% 7.0% -7.0% 7.0% -5.8% 5.8% -2.5% 2.27% -2.5% -1.27% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% Z=-0.1 Z=349.192 Z=349.385 Z=349.456 Z=349.268 Z=348.997 Z=348.711 Z=348.387 Z=347.984 Z=347.521 Z=347.104 Z=346.729 Z=346.392 Z=346.059 Z=345.796 Z=345.552 Z=345.409 Z=345.31 Z=345.194 Z=345.089 Z=344.989 Z=344.918 Z=344.765 Z=344.578 Z=344.412 OGE OGE OGE E O S N Q100: Cadre Pente : 1.0% 0.50 x 0.30h Ø400 Déconnexion 29 777 778 a 329 stade 300 299 310 306 303 810 811 308 989 990 991 -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% Z=344.412 Z=344.246 Z=344.08 Z=343.961 Z=343.808 Z=343.551 Z=343.263 Z=342.959 Z=342.646 Z=342.254 Z=341.85 Z=341.336 Z=340.708 Z=340.053 Z=339.479 Z=338.972 Z=338.486 Z=337.926 Z=337.38 Z=336.763 Z=336.161 Z=335.611 Z=335.189 Z=334.874 Z=334.601 Z=334.259 Z=338.584 OGE O E O S N Q100: Cadre Pente : 1.0% 0.50 x 0.30h Ø400 Déconnexion Reprofilage du fossé Point haut retiré Déconnexion Q100: Cadre Pente : 1.0% 0.60 x 0.40h Ø500 Fossé projeté Q100: Pente : 1.50 x 0.50 x 0.50h 1.0% Q100: Cadre Pente : 1.0% 0.50 x 0.30h Ø400 Ø400 a 766 777 974 973 863 864 27 -2.5% -2.5% -2.5% -2.48% -2.5% 1.51% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -0.44% -2.5% 1.62% -3.07% 3.07% -4.06% 4.06% -3.97% 3.97% -2.98% 2.98% -2.5% 1.48% -2.5% -0.51% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% 2.5% -2.5% 2.5% -5.0% 5.0% -2.5% -0.59% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5% -2.5 -2.5% -2.5% Z=334.259 Z=333.82 Z=333.398 Z=332.919 Z=332.365 Z=331.736 Z=331.018 Z=330.332 Z=329.746 Z=329.108 Z=327.615 Z=326.904 Z=326.334 Z=325.841 Z=325.431 Z=325.062 Z=324.768 Z=324.525 Z=324.468 Z=324.424 Z=324.515 Z=324.704 Z=324.911 Z=325.128 Z=325.309 Z=325.42 Z=330.059 Z=326.599 Z=328.394 Z=333.153 Z=324.832 Z=324.428 Z=325.395 Z=325.159 E O S N Fossé projeté Q100: Pente : 2.50 x 0.70 x 0.60h 1.0% eté 0 x 0.50h Fossé projeté 4 VLPLODLUH j H[LVWDQW Pente : 1.50 x 0.50 x 0.50h 1.0% Fossé projeté Q100: Pente : 2.00 x 1.00 x 0.50h 1.0% Q100: Cadre Pente : 1.0% 0.50 x 0.30h Ø400 Fossé projeté Q100: Pente : 1.50 x 0.50 x 0.50h 1.0% 2XYUDJH j SURORQJHU RX j UHPSODFHU GH section similaire ! Q100: Cadre Pente : 1.0% 0.60 x 0.40h Ø500 3/2 3/2 Déconnexion du fossé existant Bassin de rétention n°10 Volume : 260 m ³ Pmoy : 0.42 m PHE avant surverse : 321.33 m Rampe d'accès Ø400 ou Cadre 0.50 x 0.30h Ø600 ou Cadre 0.80 x 0.40h Pente : 1 % Ø400 ou Cadre 0.50 x 0.30h Ø800 ou Cadre 1.10 x 0.55h Pente : 0.5% 2XYUDJH HQWHUUp W\SH EDWL )RVVp HQKHUEp 2XYUDJH HQWHUUp W\SH EXVH 2XYUDJH HQWHUUp W\SH FDGUH Ecoulement superficiel Ouvrage type avaloir ou grille Ouvrage type regard de visite =RQH GH UpWHQWLRQ 'pYHUVHPHQW Point haut Point bas Limite bassins versants Limite sous bassins versants 2XYUDJH GH WrWH Légende 5pVHDX H[LVWDQW 5pVHDX SURMHWp )RVVp HQKHUEp 2XYUDJH HQWHUUp %DVVLQ GH UpWHQWLRQ FRPSHQVDWRLUH 2XYUDJH HQWHUUp W\SH EDWL )RVVp HQKHUEp 2XYUDJH HQWHUUp W\SH EXVH 2XYUDJH HQWHUUp W\SH FDGUH Ecoulement superficiel Ouvrage type avaloir ou grille Ouvrage type regard de visite =RQH GH UpWHQWLRQ 'pYHUVHPHQW Point haut Point bas Limite bassins versants Limite sous bassins versants 2XYUDJH GH WrWH Légende 5pVHDX H[LVWDQW 5pVHDX SURMHWp )RVVp HQKHUEp 2XYUDJH HQWHUUp %DVVLQ GH UpWHQWLRQ FRPSHQVDWRLUH 2XYUDJH HQWHUUp W\SH EDWL )RVVp HQKHUEp 2XYUDJH HQWHUUp W\SH EXVH 2XYUDJH HQWHUUp W\SH FDGUH Ecoulement superficiel Ouvrage type avaloir ou grille Ouvrage type regard de visite =RQH GH UpWHQWLRQ 'pYHUVHPHQW Point haut Point bas Limite bassins versants Limite sous bassins versants 2XYUDJH GH WrWH Légende 5pVHDX H[LVWDQW 5pVHDX SURMHWp )RVVp HQKHUEp 2XYUDJH HQWHUUp %DVVLQ GH UpWHQWLRQ FRPSHQVDWRLUH 1 FRGLI LP1321D016j-INT-PLAN-HYD-PROJ.dwg Indices Modifications Date - Elaboration %<\_ Fig 7 - Carte du fonctionnement K\GUDXOLTXH SURMHWp Echelle: 1/ 500 Recalibrage de la RD102 entre Fanjeaux et Gaja-la-Selve ZAC de la Petite Camargue 352, Chemin des Oliviers 34400 LUNEL Tel: 04 67 99 53 24 Fax: 04 67 85 58 91 Synoptique 1 2 3 4 5 6 7 8 9 10 11 RD N° 102 1 2 3 4 5 6 7 8 9 10 11 RD N° 102 RD N° 102
